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McIvor, A.L. (author), Möller, I. (author), Spencer, T. (author), Spalding, M. (author)
Coastal populations are particularly vulnerable to the impacts of extreme events such as storms and hurricanes, and these pressures may be exacerbated through the influence of climate change and sea level rise. Coastal ecosystems such as mangrove forests are increasingly being promoted and used as a tool in coastal defence strategies. There...
report 2012
document
Arnsten, O.A. (author)
Proceedings on the occasion of professor Alf Tørum's 75th birthday - overview of relevant developments in coastal and offshore engineering with a focus on arctic regions.
report 2008
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Groeneweg, J. (author)
report 2004
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Mol, A.C.S. (author)
Measurements have been carried out at the Paulinaschor, a salt marsh in the Westerschelde, to obtain information of the effect of vegetation on wave attenuation. The data have been analyzed. It appears that wave height is strongly reduced by the vegetation, especially for low water depths. Further analysis of the data has been done, to achieve...
report 2003
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Jongeling, T.H.G (author), Blok, B.W.G. (author)
report 2002
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Klein Breteler, M. (author)
report 2002
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Resio, D.T. (author)
preprints of all full papers of the workshop of wave hindcasting and forecasting, Monterey, California
report 2000
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Goda, Yoshimi (author)
HIstorical overview of the development of wave formulas used in coastal engineering.
report 1999
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Klopman, G. (author)
Previous measurements (e.g., Klopman, 1994) have shown that in the centre-line of the flume the mean horizontal velocity profile in waves fol/owing the current bends back in the upper region of the water column compared to the current alone case. For waves opposing the current the opposite behaviour was found . In order to explain this behaviour...
report 1997
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Janssen, C.M. (author)
This literature review is part of the ongoing research on sand transport in oscillatory sheet-flow, as taking place at the coast during storms. Because sheet-flow corresponds to conditions of high shear stress, large amounts of sand are transported. Therefore it is an important part of the total sand transport (sheet-flow and suspended load)....
report 1995
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Tamburic, Z. (author), Holmes, P. (author)
A series of comprehensive velocity measurements was carried out on the three dimensional model of the berm breakwater at the Danish Hydraulic Institute (DHI) in September 1995. Those measurements were a part of the research on berm breakwaters within the MAST II programme sponsored by the Commission of the European Communities. The major part of...
report 1995
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Gent, M.R.A. van (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1994
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Gent, M.R.A. van (author), Waal, J.P. de (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1994
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De Wit, P.J. (author)
A research project was carried out at the Delft University of Technology in order to study the interaction between waves as weil as a current and a muddy bed. For this purpose several experiments were made on two artificial clays, namely China Clay and Westwald Clay. The results of the experiments on China Clay were reported by De Wit (1994). In...
report 1994
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Otta, A.K. (author), Dingemans, M.W. (author)
This report describes the formulation, numerical implementation and application of a weakly nonlinear wave model for finite depth based on a Hamiltonian formulation (see Radder, 1992). Due to the type of non-linearity explicitly accounted for in the expansion of the kernel of the Hamiltonian density (sum of kinetic and potential energy per unit...
report 1994
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Zhang, C.K. (author)
Data analysis of Delta flume observations and calculationsThe objective of the present study is to analyse the measurement data of profiles and velocity moments, to derive the measured cross-shore sediment transport rates from the profile records and to compare the observed transport rates with the results from several existing prediction models...
report 1994
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Klopman, G. (author)
Changes in the mean horizontal-velocity profile in combined wave-current motion, outside the bottom boundary-layer, are essential for the correct prediction of cross-shore sediment transport outside the surf zone and the transport of dissolved matter, e.g. Klopman (1992). To be able to verify mathematical and numerical models (see Klopman, 1992)...
report 1994
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De Wit, P.J. (author)
A research project was started at the Delft University of Technology in order to study the interaction between waves as well as a current and a muddy bed. For this purpose several experiments were made on artificial clays. In the present report only flume experiments on China Clay are discussed. In the experiments made special attention was paid...
report 1994
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Gent, M.R.A. van (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1993
document
Farr, Bruce (author), Oliver, Clay (author)
report 1993
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